HomeMy WebLinkAboutW-295376r
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0
w
in
a
E
o°
I
0
of
Q
0
0
A B C D
NOTES:
C'') NOT USED
Lr) 2- NOT USED
CV 3. NOT USED
t` 4. NOT USED
C\1
5. ROUTE CONDUIT 107 FROM THE (N) SWITCHBOARD -B IN THE NEW
TREATMENT BUILDING TO THE XFMR VAULT AND AND CONNECT TWO
CONDUCTORS PER PHASE TO LOAD SIDE OF THE MAIN BREAKER
TERMINATE CONDUCTORS WITH LUGS. TEST CONNECTIONS PER NETA
ATS PARA 7.3.2.3 REQUIREMENTS.
6. NOT USED
7. NOT USED
9 8. BREAKOUT THE TELEMETRY CONDUIT AND INSTALL AN INTERCEPTING
HANDHOLE (N) SHH -1. ROUTE (2) 2 "C- EMPTY, AS SHOWN TO (N)
SHH -3. SET BOTH HANDHOLES TO FINISH ROADWAY GRADE.
9. FROM EHH -4A ROUTE NEW SIGNAL AND POWER CONDUITS PER DCN
7. ENCASE CONDUITS IN CONCRETE WHERE SHOWN.
10. OPTION 1: BREAK AWAY EHH -4C AND INSTALL NEW 6'X6'X12' UTILITY
VAULT. CUSTOM FIT AROUND EXISTING DUCTBANK. RECOMMEND
UTILITY VAULT #467 -TA. CUSTOM FABRICATE.
8 OPTION 2- CONSTRUCT NEW 6'X6'X12' MANHOLE AROUND
EXISTING VAULT. POUR NEW CONCRETE BASE TO MATCH VAULT -
RECOMMEND UTILITY VAULT #777 -LA. CUSTOM FABRICATE.
11. NOT USED
12- 24 "0 STORM DRAIN IN THIS AREA. ROUTE DUCTBANK UNDER STORM
DRAIN PIPE WITH 12" MIN. CLEARANCE.
13. INSTALL GROUND BUSHINGS ON SIX CONDUITS (199 AND 200).
INSTALL TWO NEW GROUND RODS ON SIX FOOTS CENTERS ADJACENT
TO THE TRANSFORMER. INSTALL 1 #350 KCMIL BARE CONDUCTOR
7 BETWEEN THE TRANSFORMER GROUNDING POST, THE CONDUIT
BUSHINGS AND THE GROUND RODS.
0
M
4
3
M
1
RECORD DRAWING I Iz /D:)
N0. REVISION BY DATE APPR
A B C I D
F F G H I I J K L M N 0 P
V -477
�N) SHH -7
149
t
_\LTLH LINE _ _ _ PIT -101
SEE BELOW RIGHT (N) VALVE VAULT �y 10
SEE 2 i \
200 ZE E3 E16 FIT -101rSEE 9
O O 218 219 (E) TREATMENT BUILDING' \S
(E) EHH -4E DCN 17— F I CONT ON SHT E -19 (E) TRANSFORMER GROUNDING
NOTE 13
\,\ l (E) CP -1_
(E) SWBD -A----
\
00 (E) . PNL - -B—
(E) EHH 4� /REMOVABLE
200
8 ��
218 W9, 9 Ec E3' E16 ..
NOTE '' O TE 5 12`4 NEW WATER �Syti.4 O
-- (E)!EHH -4A TREATMENT FACILITY � 0
' 218 107 "
(N) -SHH -2 . .\ 7
(N) SWBD B o\
SEE E 18 a� �'
TO WELL ; 1 1 & 17
r (E)_2000 KVA XEMR
HANDHOLE SCHEDULES
NUMBER
SIZE: W x L x D
H2O `TRAFFIC
COVER
SEE DETAIL
SHEET
(E) EHH 4A
4' x 4' x 4'
E ELEV 15'
(M) EHH -4C
6' x 6' x APPROX. 12'
YES MH TYPE
1/E-17
(N) SHH -1, 2,
3, 4, 5, 6, 7
2' x 3' x 36"
YES, SHH 1 &2!
ONLY
6/E-16
(M) EHH -4B
4' x 4' x APPROX. 6.5'
YES
6/E -16
SCALE: AS NOTED &M CITY OF PENTON DATE. 1
DEC 2005
TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept.
(Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING
.:SERVICES, INC. PROJECT NO. 3 -01 -358
TIW -� Y - MAPLE1idOGU
AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No:
32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005
DATUM, Fea ton
IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No.
SCALE ACCORDINGLY
E
v(N) SHH 1�
;wQ
NOTE 8
E ELEV 15'
`(TYP 2) =
SEE
E3 E17
2
QD ,
3
_
MATCH LINE
(E) EHH -4D - Q_ ,
SCALE: AS NOTED &M CITY OF PENTON DATE. 1
DEC 2005
TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept.
(Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING
.:SERVICES, INC. PROJECT NO. 3 -01 -358
TIW -� Y - MAPLE1idOGU
AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No:
32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005
DATUM, Fea ton
IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No.
SCALE ACCORDINGLY
E
;wQ
I � W �53t127
2
_
MATCH LINE
SEE UPPER LEFT
'
RECORD DRAWING
-
0 30 60
30'
90
Those Record Dro,ings have bacW p p d b ed.'a information provided
by the ontractor . and others Kennedy /Jenks Consultants has not verified the
ociv y a, completeness provided to th d does not
warrant the accuracy r completeness of these Record Drawings: Users of
these ,Record Drawings assume all 'risk of lass resulting from their. use.
SCALE: AS NOTED &M CITY OF PENTON DATE. 1
DEC 2005
TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept.
(Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING
.:SERVICES, INC. PROJECT NO. 3 -01 -358
TIW -� Y - MAPLE1idOGU
AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No:
32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005
DATUM, Fea ton
IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No.
SCALE ACCORDINGLY
E